HomeMy WebLinkAboutEngineering NOTES: UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
1. BUILDING CODE:
FLORIDA BUILDING CODE,5th EDITION(2014) SR600, TR700, PR
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES(HVHZ)
2. DESIGN LOADING: OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
WIND SPEED(T1609.3.1)::Vuu= 120 LUMBER
SIZE,
ITRUSS SPACING ��E ( 'RECEP.--D MAY 222017
a,= TOE NAIL WITH(3)
EXPOSURE: C 16d NAILS,(2)ONE
ROOF LIVE LOAD: 20 PSF COLLAR TIE REQUIRED ONLY AT SIDE,(1)OTHER
ROOF DEAD LOAD: 10 PSF 12'WIDE SHEDS,SEE TRUSS CALCULATIONS SIDE
FLOOR LIVE LOAD: MIN.50 PSF(SEE NOTE 5,DETAIL 1,SHEET 3) 12 FLORIDA APPROVED OWENS RAFTER
IMPORTANCE FACTOR:(1w): 1_0 CORNING OAKRIDGE 30 YEAR
RISK CATEGORY: I 4 SHINGLES-FL10674-RlO
COMPONENT AND CLADDING: ROOF: 29 PSF(ZONE 1) -OR-
WIND PRESSURE(psf)(ASD VALUES) 59 PSF(ZONE 2.3) FLORIDA APPROVED THOMPSON
(BASED ON 10 SQ FT) WALL: 34 PSF(ZONE 4) ARCHITECTURAL METALS CO.
42 PSF(ZONE 5) METAL ROOFING-FL5218-R2
F SIMPSON H2.5A PLATE ON
INTERNAL WIND PRESSURE COEFFICIENT. +0_18 SEE THE TRUSS
(ENCLOSED BUILDING) -0_18 g w CONNECTION
INSIDEarEACHRAFTER
= DETAIL-DETAIL 2 WALL TOP PLATE.
FLORIDA BUILDING APPROVAL NUMBERS-
1.WINDOWS BY TAFCO CORP- FLORIDA BUILDING APPROVAL iO ¢ WALL FRAMING TO BE
#FL20743.1. 2x4 SPF#2 OR BETTER SIDING
2.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6-R4. SEE SHEET 3 FOR STEEL FLOOR WITH @ 16"O.C.
3.SHINGLES BY OWENS CORNING- FLORIDA BUILDING APPROVAL ANCHOR DETAIL OR FOUNDATION DETAIL IF BUILDING IS LOCATED STUDS
#FL10674.1-R12. IN A FLOOD ZONE THEN
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- UP TO 12'WIDE FLOOD VENTS AND PRESSURE
FLORIDA BUILDING APPROVAL#FL17206.2-R3. 10 TREATED STUDS ARE REQUIRED- O TRUSS TO WALL
5.THOMPSON ARCHITECTURAL METALS CO.METAL ROOFING- ONE SQ INCH VENT CONNECTION DETAIL
FLORIDA BUILDING APPROVAL#FL5218.1-R2. BUILDING SECTION FOR EVERY ONE SQ FT
6.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS- 1 ewE wTe OF BUILDING
FLORIDA BUILDING APPROVAL#FL17667.1.
7.FLOOD SOLUTIONS,LLC FLOOD VENTS(IF REQ'D}
FLORIDA BUILDING APPROVAL#FL17588.1.
DOUBLE TOP PLATE KING STUD CRIPPLE STUD
HEADER NAILING: CRIPPLES(IF REQ.) DOUBLE TOP PLATE
HEADER TO STUD-4-16d END NAIL DOUBLED HEADER
-16d @ 16"STAGGERED FACE NAIL HEADERS FOR CRIPPLES(IF REQ.)
NAILING: OPENINGS UP TO 4'-0" HEADERS FOR
USE(2)2x4 SPF#2 OSE(2)2x4 SPF#2 PENINGS UP TO -0
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. OPENINGS 4'-1"TO 6'-0"
USE(2)2x6 SPF#2
OPENINGS V-1"TO 8'-0"
MAX WALL HEIGHT FOR EACH SHED: USE 2 2x8 SPF#2
SR600-5'-8 114"(681/4") 2x4 WINDOW SILL ( )
TR700-V-8 1/4"(80 1/4') FLOOR DECKING ING STUD TRIMMER STUD
PR-V-41/2"(761/2°) TRIMMER HEADERS FOR:
BASE PLATE BASE PLATE OPENINGS UP TO 6'-0"USE(2)2x4 SPF#2
KING STUD FLOOR DECK G OPENINGS 6'-1"TO 8'-0",USE(2)2X6 SPF#2
FOR OPENINGS UP TO 8'-0" REFER TO THE DOOR DETAIL(SHEET 2)FOR
FOR WINDOW OPENINGS UP TO 4'-0" THE DOOR DESIGN
WINDOW HEADER DETAIL DOOR HEADER D AIL HEADER DETAIL FOR
3 FOR SIDE WALLS 38 FOR SIDE WALLS 4 END WALLS
TUFF S}{E D
Order#. P.O.# THESE DESIGN ARE THE PROPERTY NGS AND THE TUFF SHED,INC. N // TITLE DRAWING NO.
Customer: Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT F`'C;S�� FL-PR-SR-TR-01
DRAwINGSAREFORA fp BUILDING SECTIONS
Storage Buildings&Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. 1( 7
663
Site Address: AND BUILT BY TUFF SHED. _ .4 HEADER FRAMING DETAILS REV.LEVEL 01
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS
8524 EASTCOLONIAL DRNE FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET O: FBC,5th EDITION(2014) SHEET
owAnCO.FL 328117 Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 i 9 SATs OF
sroiEezo8)788•TUFF Building Slze:xwix. am.xDoBr.sar. w Scale: N.T.S. RECORD (303)753-8833 EXT.5618 jOO'�4 0 R l o P,:��KA
155C PAGE 1 OF 4 .
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�/////111 I 1111111\t41
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE SR600,TR700 AND PR DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS
MARK MAX. MARK
WALLS END SIDE COMB, MIN TOTAL WALLS END SIDE MAX. MIN TOTAL
DOOR HANDLE AND STRIKE BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED
USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING �SHEARWALL
,� SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
TOP VIEW MANUFACTURER'S
s H.U. INSTRUCTIONS. USE#8 x 2-1/4" 6' 6'-24' 8d NAILS @ 6"O.C. 0' 6'-24' '6' 6' 8d NAILS @ 6"O.C. SEE NOTE 3
SQUARE DRIVE WOOD SCREWS. 8' 8'-24' Bd NAILS @ 6"O.C. 0' 8'-24' -6' 8'-9' 8d NAILS @ 4"O.C. SEE NOTE 3
BOLT LATCH ON FIXED DOOR FOR
ATTACH STRIKE PLATE WITH(3) 10' 10'-24' 8d NAILS @ 6°O.C. 0' 10' 6' 10'-12' 8d NAILS @ 6"O.C. 0' 6'
�� #8 x 2"SQUARE DRIVE WOOD 12' 12'_24' 8d NAILS 6"O.C. 0' 12'-24' 6' 14'-18' 8d NAILS @ 4"O.C. 0' 6'
(1 BOLT LATCH AT THE BOTTOM OF HE SCREWS. @
FLED DOOR ATTACH EACH BOLT LATCH •MIN 2'-0"RTN WALLS ON EACH END OF WALL- •MIN 2'-0"WALL SEGMENT 6' 20'-24' 8d NAILS @ 3"O.C. 0' 6'
ASSEMBLY WITH(4)#8 x 2-114'SQUARE 6' 6'-24' 8d NAILS 6"O.C. UP TO 12' 4' 8' 8'-16' 8d NAILS @ 6"O.C. 0' 8'
DRIVE WOOD SCREWS. B. 8'-24' 8d NAILS 6"O.C. UP TO 12' 4' 8' 18'-24' 81 NAILS @ 4'O.C. 0' 11.
0 10' 10'-24' 8d NAILS 6"O.C. UP TO 12' 5' 10' 10'-20' 8d NAILS @ 6'O.C. 0' 10'
10' 10'-24' 8d NAILS 4"O.C. UP TO 12' 4' 70' 24'_P4' 8d NAILS @ 4"O.C. 0' 10'
12' 12'-24' 8d NAILS @ 6"O.C. UP TO 12' 7' 12' 12'_22' 8d NAILS @ 6"O.C. 0' 12'
12' 12'-24' 8d NAILS 4"O.C. UP TO 12' 5'
12' 12'-24' 8d NAILS 3"O.C. UP TO 12' 4' 12 24 8d NAILS @ 4"O.C. 0' 12'
•MIN 2'A"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT
EXTERIOR DOOR SHEATHING ROOF SHEATHING(7116"OSB) 6' 9' NAILS @ "O.C. 3' SEE NOTE 3
DOUBLE DOOR ASSEMBLY WITH FOIL BACKER SMARTSIDE OR 3/8"SMARTSIDE WIDTH LENGTH FIELD NAILING EDGE NAILING 6' ' 8d NAILS @ 3"O.C.(BS) 3' 2' RE:NOTE 6
WI8' 8'-10' 8d NAILS 6"O.C. 3' 5'
�B TOP VIEW s' 6'-18' 8d NAILS @ 12"O.0 8d NAILS @ 4"O.C.
Ewe"as INTERIOR DOOR SHEATHING 8' B'-24' 8d NAILS @ 12"O.0 8d NAILS @ 4°O.C. 8' 12'-14' 8d NAILS 4"O.C. 3'
7/16"OSB OR 7/16"OSB WITH 8' 16'-20' 8d NAILS 3"O.C. 3'
BOLT LATCH ON FIXED FOIL BACKER 10' 10'-24' Bd NAILS @ 12"O.0 8d NAILS @ 4"O.C.
12' 12'-24' 8d NAILS @ 12"0 C8d NAILS @ 4"O.C. 8' 8' 8d NAILS 6"O.C. 4' 4'
DOOR FOR DOUBLE DOOR 8' 10'-12' 8d NAILS @ 4"O.C. 4' 4'
NOTES: 8' 14'-16' 8d NAILS @ 3"O.C. 4' 4'
WHEN THE FIXED DOOR IS
CLOSED AND BOH BOLT 1,USE 8d COMMON OR GALVANIZED BOX NAILS. 10' 10'-14' 8d NAILS 6"O.C. 3' 7'
LATCHES ARE ENGAGED,THE 10' 16'-20' Bd NAILS @ 4"O.C. 3' 7'
TOP BOLT LATCH WILL REST HINGE ATTACHMENT 10' 22'-24' Sd NAILS 3"O.C. 3' 7'
AGAINST THE INSIDE EDGE OF
THE HEADER,AND THE BOTTOM 10' 10'-12' 8d NAI S @ 6 O.C. 6'
BOLT WILL REST IN A (3)TUFF SHED HINGES 10' 14'-18' 8d NAILS @ 4"O.C. 4' 6'
PRE-DRILLED HOLE IN THE PER DOOR/DOOR TABLE NOTES: 10' 20'-22' 8d NAILS 3"O.C. 4' 6'
FLOOR DECKING. • PANEL,FILL EVERY
HOLE IN HINGE WITH A 10' 10'-12' 8d NAILS A 4"O.C. 6' '
• • — #8 x 2-1/4"SQUARE 1.NAILING IS FOR 3/8"SMARTSIDE PANEL OR 3/8"SMARTSIDE
DRIVE WOOD SCREW. WITH FOIL BACKER 10' 14' 8d NAILS 3'O.C. 6' 1 4'
DOOR THRESHOLD 2.NO SINGLE OPENING GREATER THAN 8'-0" 12' 12'-14' 8d NAILS @ 6 O.C. 4' 8'
3.'6'WIDE X 6'-9'LENGTH BUILDINGS ARE BASED ON 3-SIDED 12' 16'-22' 4' 8'
DIAPHRAGM.THE END WALL OPPOSITE OF THE OPENING MUST 12' 24' '0. 4' 8'
BE FULLY SHEATHED,IN THE 3-SIDED DIAPHRAGM CASES. THE
LE DOOR ASSEMBLY HINGE ASSEMBLY
END WALL WITH THE OPENING DOES NOT HAVE A MIN.RETURN
DOUBWALL ON EACH SIDE OF THE OPENING. 2 8'-22' 6'
O SIDE VIEW O FRONT VIEW 4.USE COMMON OR GALVANIZED BOX NAILS. 1 12' 12'-14' 8d NAILS8' 4'
ewe nre. ewe•.TS. 5.FIELD NAILING FOR 3/8"SMARTSIDE:8d12"O.C.
6.ON THESE BUILDINGS 6'X 10'-18'THE TDOOR IN THE END WALL
DOORS: WILL NEED TO BE OFF SET. THERE WILL BE A 2'PANEL ON ONE
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS SIDE AND A 1'PANEL ON THE OTHER SIDE OF THE DOOR
UP TO 48"x 80 1/4"ON SINGLE HUNG DOORS AND 96"x 801/4" 7.(BS)-DESIGNATES WALLS THAT NEED TO BE SHEATHED ON
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR BOTH SIDES.
THE LOAD CRITERIA ON SHEET 1.
THESE DRAWINGS AND THETUFF SHED Order#. P.O.# DESIGN ARE THE PROPERTY TUFF SHED,INC. \\\ , 7j�i��� TITLE DRAWING NO.
Customer: Drawn By:PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT v s F•�S1�i� FL-PR-SR-TR-01
DRAWINGSAREFORA DOOR DETAILS
Storage Buildings&Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. No 76835
g g g Site Address: _ NAILING,REQUIREMENTS REV.LEVEL 01
AND BUILT BY TUFF SHED.
TUFF SHED,MFG.FACILITIES _ 7 __
- Checked By: ANY OTHER USE IS j
8524EAST coLoNw oarvE FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET FBC,5th EDITION(2014) SHEET
ORLANDO,FL 32817 Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210
(888)78&TUFF Building Size:w LE•m"-x[u+Hr-sa.Fr.nn�, RECORD. 303 753-8833 EXT.5618 A9'• STA a of Q' 155C
STORE 520 Scale: N.T.S. ( ) �i�D,a•' ,<v vP,..'f� PAGE 2OF4
,7j777/I11ON 1111\1\t\\\\
#12-14 X 3"HEX HEAD I TRIM
SELF-DRILLING SCREW 1 1. STEEL SHED FOUNDATION: AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
600T125-054-16 GAUGE STEEL TRACKS G140 ZINC COATED SIDING
3/4"APA OR TECO RATED 600S137-054-16 GAUGE STEEL JOISTS G140 ZINC COATED BLOC • PART NUMBERS:
T&G FLOOR DECKING. BLOCK OT3644GPMP-5/8'X 36"(36°IMBED)GALVANIZED AUGER
@ 24"O.C. ATTACH BRACKET TO OTI7SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
2X6 STEEL JOISTS (SUPPLIER:ALLIED STUDCO(JOIST:6005137-054/TRACK: STUD THRU HOLE IN REPORT NO.LO-FJ90129-A
@ 24"OC 600T125-054)ICC ER-4943P. ANCHOR PLATE WITH -OR-
1 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOORz 3/8"0 x 4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
#10 X 3/4"PAN�.� I 1 1 DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLT AND LOCKNUT REPORT NO.LO-FJ90129-B
HEAD SELF-DRILLING 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING °v WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
SCREWS(2 PER TAB) #8 x 1-5/8"ZINC PLATED SCREWS @ 12"O.C. CORNER STUD WITH THE MAXIMUM LOAD OF 5,080 LBS
VENT HOLES @ 24"OC. NO BLOCKING REQUIRED.ALL EDGES SHALL LIE ON FLOOR
OPTIONAL LEVELING BLOCKS JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS i AUGER ANCHORS.
2X6 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING \ STUD ¢ WIDTH LENGTH #OF ANCHORS
i SCREWS.REFERENCE SPACING CHART. w 6' 6'-184 ANCHORS
BASE PLATE SCREW SPACING i 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS o 8' 8'-24' 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS 10' 10'-24' 4 ANCHORS
6'-12' 8"O.C._ AS SHOWN. STUD. 12' 12'-24' 4 ANCHORS
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL "' SIDING 4-ANCHORS PROVIDE(1)AT EA.
BUILDING: CORNER OF THE BUILDING.
SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR 8"x 8"x 16".
BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C.MAXIMUM. ���- TRIM
STEEL SHED BASE DETAIL END WALL
1 �,
T. BLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM.
r
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
.-M
SIDING UNHEATED SPACE
STUD KWIK BOLT ANCHORS
(INTO CONCRETE ANCHOR BOLT&
TRIM E:DETAIL 3 SHEET 3 CONTINUOUS FOOTING NOTES
P.T.SILL PLATE 1. TOP OF SLAB TO BE 6*MIN.ABOVE GRADE.SLAB REINFORCEMENT SHALL
3/8"NYLON WIDTH LENGTH QTY PER NOTES BELOW BE WWF 6X6 WIAXW1.4.LOCATE AT MID-DEPTH OF SLAB.
LOCK NUT 6' V-10' 6
3/8"CARRIAGE SLABREINFORCEMENT SHALLBEFIBERMESH150ORBLENDED
6' 12'-18' 8 #4 CONTINUOUS
BOLT(GRADE 2) FIBERMESH150.FIBERMESH SHOULD BE DISPERSED UNIFORMLY
BASEPLATE 6' B'-14 6 1 3/4' TOP&BOTTOM THROUGH CONCRETE W/MIN.1 POUND PER CUBIC YARD OF CONCRETE.
Z J D. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
8' 16'-20' 8 U FINISH CONCRETE FLOOR BEFORE POURING CONCRETE.
FLOOR PLY B. 22'_24' 10 T"q GRADE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL.COMPETENT SOIL.
OTI7SWB v 1D' 10'-16' 6 OR PROPERLY COMPACTED STRUCTURAL FILL ALLOWABLE SOIL
_OR_ IZ: BEARING PRESSURE 13 1000 PSF AT 1T BELOW GRADE.
OT24SW61. 10' 18'-24' 8 ___ _______ 4. CONCRETE MINIMUM 28 DAY COMPRESSIVE STRENGTH,rc=2500 PSI.
12' 12'-1B' 6 �O 5. REINFORCING STEEL:A615,GRADE 40 OR GRADE 60.ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
-+�6� 12' 1 20'-24' 8 p // DIAMETERS OR24"MINIMUM,WHICHEVER IS LARGER.
1/2"HILTI KWIK BOLT TZ m 6. SEISMIC DESIGN CATEGORY:A
NOTES: A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS SLAB 12"DIA X 8'LONG SIMPSON TITEN HO ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST S"INTO THE
EMBEDMENT DEPTH=21/4" STEEL SHED REINFORCEME T CONCRETE AND SHALL BE SPACED NOT MORE THANB'OC.
2.PROVIDE BUIL( )NG.
REMAINAT EA.ING
CORNER 3"CLR. C. THERE SHALL BEAMINIMUMOF2BOLTSPERSOLEPLATEPIECE
MIN.EDGE DISTANCE=6" BASE OF THE BUILb1NG.THE REMAINING �a PER NOTES B OW
ANCHOR SPACING:RE:KWIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE C-) TYP. WITH 1BOLT LOCATED NOT MORE THAN I2"NOR LESS THAN 7BOLT
BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) LENGTH OF THE BUILDING.(1/2 THE m 8„ DIAMETERS FROM EACH END OF EACH PIECE.
REMAINING ANCHORS ON EA.LENGTH TIAKENED B
SIDE EQUALLY SPACED). MIN.
SIDEWALLBRACKET DETAIL
3 ® CONCRETE FOUNDATION DEU/1
T8
6�„.
6GLLE N.T9.
Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED,INC. , AR ///�� TITLE DRAWING NO.
TUFF SHED DESIGN ARE THE INC.THESE
Customer: Drawn By:PK OF TUFF SHED, C.THESE ENGINEERING DEPARTMENT ��� � " c '��/���i� FL-PR-SR-TR-01
DRAWINGS ARE FOR A 6�� DETAILS
Storage Buildings&Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. N,
Site Address: AND BUILT BY TUFF SHED. ? �" 76835 REV.LEVEL 01
fh
UFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS
8524 EAST COLONIALDRNE FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET o: : FBC,5th EDITION(2014) SHEET
ORLANDO.FL 32817 Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210
(BB8)788-TUFF Buliding Size:....�6•oTM."O6nT.6a�r.An� � sr re '
STORE 520 Scale: N.T.S. RECORD (303)753-8833 EXT.5618O,O� G Oo P .°Q ; 155C PAGE 3 OF 4
0 3X4 20 PLATES 3X4 20 GA PLATES
T-0" 1 EACH SIDE 1 EACH SIDE
3:1��6 1/16" 6'SPAN 8'SPAN
REACTIONS: REACTIONS:
t2 t2 MAX.VERTICAL:205 LBS. MAX.VERTICAL:255 LBS.
Q4 Q4 MAX.UPLIFT:-160 LBS. MAX.UPLIFT:-195 LBS.
m
0 18'0' NOTE: NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
6'-0" UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER
N iB 10'-0" TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
N
10'SPAN 12'SPAN
3X4 20 GA PLATES REACTIONS: REACTIONS:
MAX.VERTICAL:510 LBS. MAX.VERTICAL:630 LBS.
to 3X4 20 PLATES 1 EACH SIDE MAX.UPLIFT:-250 LBS. MAX.UPLIFT:-285 LBS.
u7 E 6'-0"
`? 4'-0" 6-31j/1B'• NOTE: NOTE:
12 TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
Q4 UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
iq
3X6 20 GA
" PLATES
1 EACH SIDE
iBMAXIMUM DEFLECTION(12 FT.SPAN)
N 6'-D"
N VERT LL:0.06 in.
12'-0" VERT TL:0.08 in.
DESIGN LOADS:
TOP CHORD LIVE LOAD=20 PSF
TOP CHORD DEAD LOAD=10 PSF
COLLAR TIE DEAD LOAD=5 PSF
NOTES:
FBC,5th EDITION(2014)
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24'OC
MATERIAL TO BE 2X4 SOUTHERN PINE GRADE#2 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
REP MEMBER INCREASE:YES
LUMBER D.O.L.:1.25
WIND:
ASCE 7-10,155 mph,Exposure C,D.O.L=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING,HANDLING,ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ICC-ES#ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. Y
TUFF SHED Order#. P.O.# THEDESSGN ARE THE PROPERTY TUFF SHED,INC. N.wE DRAWINGS AND THE / TITLE DRAWING NO.
Customer: Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT s P�S�� FL-PR-SR-TR-01
DRAWINGS ARE FORA TRUSS DETAILS
Date: 8/15/16 BUILDING TO BE SUPPLIED N 76835
Storage Buildings&Garages RICHARD J.WILLS,P.E. _yt; * REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED. _
IffiTUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS * ' SHEET
s524EAST COLONIAL,FL3217 FORBIDDEN BY BOTH TUFF 1777S.HARRISON RASTREET o: FBC 5th EDITION(2014)
oaLnnOo,FLa2et7 Date: SHED AND THE ENGINEER OF DENVER COLORADO 80210 si rE of
(888)788-TUFF BUilding SIZe:wmix- mH.newxr.sncv i90,". •*
sroaEszo Scale: N.T.S. RECORD (303)753-8833 EXT.5618 i��`,0 <0 D a,� 155C PAGE 4 OF 4
P11,16DUCTIAWPROVAL COVER S01 Il",ET
J*UI-j;5I-IfED INC—STAT[Of FLORIDA—CSC 3,253045 m
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As required by Florida St@tLge 553.842 @lid Florida Administrative Code 913-72m m
Please provide the Information all approval numbers for the Wilding C011*113011e)AS listed I)eIOW If they WIll be utilized on the building r ri
Or Structure,
Fl.approved products are listed On line at
X).,g_r(i,Or can lie obtained from the local IWOCILIC LlI)I Iler,
Product Type CDuntyl,15e Manufacturer Model 01 gerles R Product Appr.11 or MlamL/Dade NOA
� p C-21
'James L I-lardle Panel r-1.1011.77A
Floor Venies Flood Solutions LI-C Folinclation r-1.17588
Ic
WlildOW--Sirig-le -c-rof
V=Lc z
13:
Fbied7varisam '-111-110vations 111C. Tuii6-7
Roof underlaynientdo OCII
Metal Roofing TH—omas Arch Metal I'M 11113 FL5218.1
Company
Metal Roofing Thomas Arch Metal 5V Crimp FL5218.2
company
Asphalt Shingles
.7F U
All products listed are per l4orida Bulk,&ig Code 2014